• 제목/요약/키워드: sediment mechanism

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해저사연형을 고려한 해안성의 저질부유특성 (Suspended Sediment Mechanism above Rippled Bed)

  • 김규한
    • 한국해안해양공학회지
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    • 제5권3호
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    • pp.240-249
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    • 1993
  • 여러 종류의 다양한 외력조건에 의해서 형성되는 부유사농도에 대한 종합적 해석을 수행하고, 부유사양 Flux의 산정에 있어서 매우 중요한 역할을 차지하는 확산계수와 기준점농도에 관한 실용적 평가식을 제안하였다. 부유사농도의 연직확산계수는 사연형상을 고려한 저부마찰속도 및 조도요소를 사용하여 계산되는 과동점성계수에 대해 명확한 비예관계가 성립됨이 확인되었다. 또한, 흐름이 파에 부가되었을 경우 발생하는 기준점농도의 저하현상은 파와 흐름의 공존영역에서 형성되는 사연의 비대칭성에 기인됨이 확인되었다.

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미소진폭파에 의한 저질의 부유농도에 관한 연구 (A Study on Suspended Sediment Concentration Due to Small Amplitude Wave Action)

  • 여운광;안수한
    • 물과 미래
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    • 제13권4호
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    • pp.33-40
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    • 1980
  • 해안지형 변화의 주원인인 부유사에 대한 연구가 이론적·실험적으로 다소 있었으나 그의 성질을 완전히 해석하기에는 상당한 난점이 있다. 그 이유는 자연상태의 변형인자들이 너무 많고 서로 복합적으로 연합되어 있어 실험실내에서는 실험할 때 고려되어야 할 많은 인자들의 제약이 뒤따르며, 실제 해안에서의 실측은 많은 인력 및 경비와 시간적·공간적 제약이 수반되기 때문이다. 본 연구는 미소진폭파에 의한 비정상 확산방정식을 해석하여 부유사 농도의 시간적 변화와 연직농도분포 및 침강속도의 영향을 밝힘으로써 부유사의 기초적 성질을 규명하는데 목적이 있다.

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영양염 용출 측정에 관한 고찰 (A study on the measurement of nutrients release from sediment)

  • 김도희
    • 한국환경과학회지
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    • 제11권12호
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    • pp.1333-1337
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    • 2002
  • A significant fraction of nutrients, such as nitrogen and phosphorus released from sediment are utilized by primary production in the shallow water of coast and lake. The purpose of this study is to introduce the mechanism of nutrients release from sediment and to introduce the methods of the measurement of nutrient released from sediment. One approach is to calculate nutrients released from sediment by a concentration gradient between sediment pore waters and overlying water based on the Fick's law. The other approaches of measurement are the undisturbed sediment core experiments and measurement of nutrient released from sediment by the in situ chamber equipment.

낙동강 하상토의 제방재료 활용방안 (The application levee material in the bed sediment of Nakdong River)

  • 최계운;이승우;이호선;이병주
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2006년도 학술발표회 논문집
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    • pp.1576-1580
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    • 2006
  • The destruction of river and damage caused by flood are suddenly increasing due to the abnormal climate. In the investigation result about the damage, approximate 52% of the destruction of embankment are caused by earth work. Moreover, to recover conveyance of relief channel, bed sediment is dredged about 198 millions $m^3$ with 'the project of bed dredging'. So, the concern for bed sediment is the more increasing, the requiring high quality material for banking and the way for application of bed sediment are also the more increasing. In this paper, properties of bed sediment were analyzed through sedimentary mechanism analysis. Moreover, possibility to build embankment with bed sediment in 6 points which is in catchment of the Nak-dong river was also analyzed. At 6 points, which were selected to survey easily, sediment discharge was analyzed with formula. Moreover, size and permeability were analyzed and the feasibility for material of embankment was proposed. If bed sediment wasn't proper, complementary measures were proposed.

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Immobilization of Heavy metal mechanism in Contaminated Coastal Sediment using Biostimulant Ball (BSB) with Modified Zeolite

  • Subha, Bakthavachallam;Woo, Jung-Hui;Song, Young-Chae
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2016년도 춘계학술대회
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    • pp.130-131
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    • 2016
  • Although many metals contaminated sediment from coastal area contain both anionic and cationic heavy metals, the current remediation technologies are not effective for stabilize heavy metals of both anionic and cationic elements from contaminated coastal region. the present work investigated the efficiency and mechanism of immobilization of Fe, Zn, Cr, Cu, Pb and Cd metal solutions in modified zeolite based biostimulant ball. Biostimulant ball containing acetate, nitrate and sulphate which are enhance the activity of marine microorganisms and it can act as electron donors and electron acceptors. Modified zeolite and chelating agent is greatly enhance the metal stabilization due to increased immobility of the analysed metals. The XRD, FT-IR and SEM of modified zeolite which cheating agents containing heavy metals were investigated. The results indicated that heavy metals could be effectively immobilized in modified zeolite and chelating agents in BSB added sediment. The immobilization of heavy metals in modified zeolite and chelating agents along with BSB could be due to stabilize of heavy metal cations. Immobilization of heavy metals using BSB with modified zeolite and chelating agent has lower cost effect and enhance the sediment quality.

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Characteristics of Electricity Production by Metallic and Non-metallic Anodes Immersed in Mud Sediment Using Sediment Microbial Fuel Cell

  • Haque, Niamul;Cho, Dae-Chul;Kwon, Sung-Hyun
    • 한국환경과학회지
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    • 제23권10호
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    • pp.1745-1753
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    • 2014
  • Sediment microbial fuel cell (SMFC), equipped with Zn, Al, Cu, Fe or graphite felt (GF) anode and marine sediment, was performed. Graphite felt was used as a common cathode. SMFC was single chambered and did not use any redox mediator. The aim of this work was to find efficient anodic material. Oxidation reduction potential (ORP), cell voltage, current density, power density, pH and chemical oxygen demand (COD) were measured for SMFC's performance.. The order of maximum power density was $913mWm^{-2}$ for Zn, $646mWm^{-2}$ for Fe, $387.8mWm^{-2}$ for Cu, $266mWm^{-2}$ for Al, and $127mWm^{-2}$ for graphite felt (GF). The current density over voltage was found to be strongly correlated with metal electrodes, but the graphite felt electrode, in which relatively weaker electricity was observed because of its bio-oriented mechanism. Metal corrosion reactions and/or a complicated microbial electron transfer mechanism acting around the anodic compartment may facilitate to generate electricity. We presume that more sophisticated selection of anodic material can lead to better performance in SMFC.

하구수와 표사의 상호작용에 관한 연구 (A Study on Interaction of Estuarial Water and Sediment Transport)

  • 이호;이중우
    • 한국항만학회지
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    • 제14권4호
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    • pp.451-461
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    • 2000
  • The design and maintenance of navigation channel and water facilities of an harbor which is located at the mouth of river or at the estuary area are difficult due to the complexity of estuarial water and sediment circulation. Effects of deepening navigable waterways, of changing coastline configurations, or of discharging dredged material to the open sea are necessary to be investigated and predicted in terms of water quality and possible physical changes to the coastal environment. A borad analysis of the transport mechanism in the estuary area was made in terms of sediment property, falling velocity, concentration and flow characteristics. In order to simulate the transport processes, a two-dimensional finite element model is developed, which includes erosion, transport and deposition mechanism of suspended sediments. Galerkin’s weighted residual method is used to solve the transient convection-diffusion equation. The fluid domain is subdivided into a series of triangular elements in which a quadratic approximation is made for suspended sediment concentration. Model could deal with a continuous aggregation by stipulating the settling velocity of the flocs in each element. The model provides suspended sediment concentration, bed shear stress, erosion versus deposition rate and bed profile at the given time step.

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Evaluation of along-channel sediment flux gradients in an anthropocene estuary with an estuarine dam

  • Figueroa, Steven M.;Lee, Guan-hong;Chang, Jongwi;Schieder, Nathalie W.;Kim, Kyeongman;Kim, Seok-Yun;Son, Minwoo
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2022년도 학술발표회
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    • pp.86-86
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    • 2022
  • While estuarine dams can develop freshwater resources and block the salt intrusion, they can result in increased sediment deposition in the estuary. The mechanism of increased sediment deposition in an estuary with an estuary dam is not well understood. To fill this knowledge gap, 7 ADCP measurements of flow and suspended sediment concentration (SSC) were collected along-channel in an estuary with an estuarine dam over a neap-spring cycle. Flow and SSC were used to calculate the sediment flux and sediment flux gradients. The results indicated that the cumulative sediment fluxes at all stations were directed landward. The along-channel sediment flux gradient was negative, which indicated deposition along the channel. The landward mean-flow fluxes were dominant in the deep portion of the channel near the estuary mouth, whereas landward correlation fluxes were dominant in the shallow portion of the channel near the estuarine dam. The tides were the dominant forcing driving the sediment fluxes throughout the estuary.

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Removal of Cochlodinium polykrikoides using a novel material produced from sediment - A field study

  • Song, Young-Chae;Sivakumar, S.;Ko, Sung-Chung;Hwang, Eung-Ju;Jo, Q-Tae
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2007년도 추계학술대회 및 제23회 정기총회
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    • pp.200-201
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    • 2007
  • The present study was conducted in three fields at Namhae to examine the removal efficiency of organic free, heavy metal immobilized sediment on Cochlodinium polykrikoidesand and on sea water quality. The present study results concluded that removal efficiency was depends on the initial number of red tide cells. There was no drastic change in the sea water quality after sediment spray. For the comparison of effectiveness of betonite, zeolite and lime were mixed with sediment did not show any marked difference in removal. Finally, the present study evaluated 50g/$m^{2}$ sediment is sufficient to remove 100% cells density, even though various environmental factors are interfering the mechanism.

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고립파에 의한 경사면에서의 부유사 제승의 불확실성에 관한 실험적 연구 (An Experimental Study on The Uncertainty of Suspended Sediment Pickup on Slope by Solitary Wave)

  • 조재남;정석일;이승오
    • 한국안전학회지
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    • 제32권6호
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    • pp.61-67
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    • 2017
  • Suspended sediment transport plays principal roles in morphological process of natural coastals. It is needed to understand the reason why interaction characteristics of solitary wave and suspended sediment. The present study shows that suspended sediment pickup derived on solitary wave celerity. The 2D prismatic open channel length is 12 m, width is 0.8 m, height is 0.75 m and slope is 1/6. Generation of solitary wave is used by rapidly opening the sluice gate. Bottom surface sediments are laid movable slope section by 0.03 m thickness and experimental sediments are used anathracite and jumoonjin sand. Techniques of suspended sediment pickup rate are designed equipment ASC(Absorptive Suspended sediment Collector). It could directly absorb 5 points suspended sediment by channel water depth. Solitary wave celerity is measued by ADV(Acoustic Doppler Velocimeter). Mounted two video cameras(Model No. : Sony, HDR-XR550) are used to image processing of suspended sediment concentration and turbidity. Suspended sediment pikcup rate(Einstein, 1950) is analyzed to nondimensionalization based on solitary wave celerity. The suspended sediment pickup rate is suggested that more effective plunging breaking type than spilling. The results indicates fundamental suspended sediment transport mechanism between solitary wave celerity and suspended sediment pickup based on laboratory experiments. Finally, the present study suggests that suspended sediment pickup rate by solitary wave is used only characteristics of sediment and solitary wave celerity.